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Mechanical properties of fiber-reinforced concrete containing waste porcelain aggregates under elevated temperatures
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Behavior of Square Slender RC Columns Strengthened with Longitudinal FRP Sheets Subjected to Eccentric Loading
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Retrofit of concrete columns with fibre strips using grooves and corner battens
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10.1680/jstbu.20.00187 |
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An empirical FRP-concrete bond-slip model for externally-bonded reinforcement on grooves
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10.1016/j.conbuildmat.2021.122575 |
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Groove Classification in EBROG FRP-to-Concrete Joints
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Empirical Models for Prediction of Frost Resistance of Normal-and High-Strength Concretes
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Bond resistance of prestressed CFRP strips attached to concrete by using EBR and EBROG strengthening methods
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Intensification of auxetic effect in high stiffness auxetic yarns with potential application as the reinforcing element of composite
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Effects of Synthetic Fibers and Different Levels of Partial Cement Replacement on Mechanical Properties of UHPFRC
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Experimental and analytical assessment of different anchorage systems used for CFRP flexurally retrofitted exterior RC beam-column connections
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Flexural strengthening of RC slabs with nonprestressed and prestressed CFRP strips using EBROG method
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Effects of FRP grids on punching shear behavior of reinforced concrete slabs
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Shear and flexural strengthening of deficient flat slabs with post-installed bolts and CFRP composites bonded through EBR and EBROG
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Slender Columns Reinforced by High-Strength Steel Reinforcing Bars and Retrofitted by Fiber-Reinforced Polymer Sheets
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Study on shear behavior and capacity of biaxial ellipsoidal voided slabs
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Experimental and numerical investigation of shear performance of RC beams strengthened with FRP using grooving method
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Closure to Slenderness Effects in Circular RC Columns Strengthened with CFRP Sheets Using Different External Bonding Techniques' by Masoud NoroozOlyaee and Davood Mostofinejad
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Seismic Retrofit of Square RC Short Columns with Shear-Flexural Failure Mode via CFRP Composites Using Different Confinement Techniques
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Seismic Retrofit of Square RC Short Columns with Shear-Flexural Failure Mode via CFRP Composites Using Different Confinement Techniques
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10.1061/(ASCE)CC.1943-5614.0001037 |
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Mechanical Properties ofultra-high-performance fiber reinfoced concrete Containing Synthetic and Mineral Fibers
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